| 1706600913000 | 0 | None | None | Roads | Construction of C.C Road at Harijan Badawane in Butnal village of Jewargi Taluka under KKRDB MICRO for the year 2023-24. | 1016754.09 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2337443 | 69084 | None | 001 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Cum | 110.25 | 110.25 | 35.44 | False | None | None | False | None | False | 3907.26 | 0 | | 2337444 | 69084 | None | 002 | Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with all
lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Cum | 517.65 | 517.65 | 53.16 | False | None | None | False | None | False | 27518.274 | 0 | | 2337445 | 69084 | None | 003 | Water Bound Macadam: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Cum | 2198.7 | 2198.7 | 26.58 | False | None | None | False | None | False | 58441.446 | 0 | | 2337446 | 69084 | None | 004 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all
lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Cum | 6692.7 | 6692.7 | 83.16 | False | None | None | False | None | False | 556564.932 | 0 | | 2337447 | 69084 | None | 005 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Cum | 73.5 | 73.5 | 218.13 | False | None | None | False | None | False | 16032.555 | 0 | | 2337448 | 69084 | None | 006 | Providing and Fixing 'Logo Board ' of KKRDB at Intermediate Point: Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Nos | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 | | 2337449 | 69084 | None | 007 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Cum | 107.1 | 107.1 | 82.88 | False | None | None | False | None | False | 8876.448 | 0 | | 2337450 | 69084 | None | 008 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Cum | 6288.45 | 6288.45 | 9.56 | False | None | None | False | None | False | 60117.582 | 0 | | 2337451 | 69084 | None | 009 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Cum | 6639.15 | 6639.15 | 23.25 | False | None | None | False | None | False | 154360.2375 | 0 | | 2337452 | 69084 | None | 010 | For Centering Charges 10% Pier with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Cum | 2323.7 | 2323.7 | 13.5 | False | None | None | False | None | False | 31369.95 | 0 | | 2337453 | 69084 | None | 011 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | MT | 94510.5 | 94510.5 | 0.99 | False | None | None | False | None | False | 93565.395 | 0 |
|